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Home My WebLink About0052 LAKEWOOD DRIVE .� fj ,. ,. - � .. . ..: �, � _ •- v - � _ _ ,. .� k; ,. , .. ..� ,. .. - ., a. :. � .� � .. ;. - e� � x - •_. ..: - .. �. .. .. ., .. _ .. - ,. � _ .:. � ., ", .. � - ry .. ' �.. ,, q. �� - � _. ,. �� . p � o ,. .._ n , . .. ,, r w. a ,, ,, ,. .. v o ,, �, , .: . ,. ,. .. „ . .. �. ,, w � � 4 . . ,: .. , ,. s �, :.. fl ... i � .. 7 -$ , . . A � � a _ .. _ �. � _ .. _ e . �... _ ,' .., '.- .� I ... { � ...� y , ,. -. - � i .: a ,. � �.�.� _ - �f 2�� ;� ,1 �v , ;' �ti� �� . (��- , �. �� I ` TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 212 004 GEOBASE ID 1.3152 ADDRESS 52 LAKEWOOD DRIVE PHONE CENTERVILLE ZIP - LOT 13 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 77187 DESCRIPTION SINGLE FAMILY 3 BEDROOM PERMIT TYPE BCOO TITLE CERTIFICATE OF OCaTPANCY CONTRACTORS: PALTSIOS, CHARLES G. Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 THE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * BARNSTABLE, • MASS. rFG Mp.'�A BUIL INP DIVIS lot BY DATE ISSUED 06/11/2004 EXPIRATION DATE f TOWN OF BARNSTABLE fi t f BUILDING. PERMIT v P Di , 212 004 �, GEOBASE ID 13152 AD :.�...._ ,' 52 LAKEWOOA. DRIVE , PHONE -, CENTERVILLEE ZIP - LOT 13 BLOCK LOT SIZE DBA f. DEVELOPMENT DISTRICT CO T CR I PT I ONMET TYPE B L 0 HE EIN& BLDG PMT CONTRACTORS- PALTSIOS, CHARLES G. Department of ARCHITECTS: Regulatory Services TOTAL FEES: $629.01 BOND $-00 �tME CONSTRUCTION COSTS 41 101 SINGLE FAM HOME DETACHED l <& ATE}' BnxxsrABLE, ^ ><639. ,�► y BU LDINGrDIVISION j t�,� � j C.�ut or DATE ISSUED 11/19/2=0 ,�X I;RATTA DAT i; 1°"`-'"/} -'-� •J n - � ;��}"4f �,{J I it �1 f f.• x7 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR.;ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED,UNDER,THE,BUICDING COPE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE'OBTAINED FIR,QM DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE'SUBDNISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED `^ FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. ® kfinyjs o BUILDING INSPECTION 4PPROVALS PLUMBING(INSPECTION APPROVALS ELE TRICAL INSPECTION APPROVALS All 7�d 2 �C_-,•r t -�tcQ S�C�k r 6 2 / 2 / l� UP, 3 1 H TING IN/nSPE T N APPROVALS ENGINEERING DEPARTMENT 40 S" Dew ® 6/1,1 OW� 2 AR OF H LTH Vy t. OTt0 R: SI E PLAN REVIEW APPROVAL I WORK-SHALL NOT PROCEED UN IL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED'ON.THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY r VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. j NOTED ABOVE. TION. � S1 { 11 c i 1 i { �f 1 1 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 212 004 GEOBASE ID 13152 ADDRESS 52 LAKEWOOD DRIVE PHONE CENTERVILLE ZIP — a 0 LOT 13 BLOCK LOT SIZE d DBA DEVELOPMENT DISTRICT CO PERMIT 77167 DESCRIPTION .SINGLE FAMILY 3 BEDROOM PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: PALTS IOS, CHARLES G. Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 OFF CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE —01. • EIMMSTABLE, MASS. �► 1639. RFD MA'S A BUIL ING DIVISI.OIw q BY . , u DATE ISSUED 06/11/2004 EXPIRATION DATE , I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS I PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. Q MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK:1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. 'I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALSI' 1 1 1 3 S 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PEIiMIT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION e`7Z1 V �. Map d� Parcel 17 Permit# bg ,5 MAST CSA M"ec.T �o Health Division �3" —17 SMRS-A /Date Issued �l / 19 6 3 Conservation Division ' OCf �� 1F'�i64-3 Application Fee .vU Tax Collector -' �,SC �p Permit Fee `-' ®� Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic- F reservation/Hyannis Project Street Address �2 � Q��AQ- Village CQV6-V1ttP MN Owner 1 / �31��itoQ//%�o�I 'Y/� Address 1- 5'R 6A(Qk S E. Telephone ( 5'68) 8 757- /418 51 B0401ldl vt441 :44_ O I le Permit peq est Re_Aucktdn in 'hut;_ n,1AtWV' oP QrCG"S Oquare'feet: 1st floor: existing AOU V proposed/03C 2nd floor: existing -4P— proposed r7016 Total new 1744 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type W60i-> Lot Size a Y.n Grandfathered: ❑Yes ❑'No If yes, attach-supporting documentation. Dwelling Type: Single Family al Two Family 0 Multi-Family(#units) Age of Existing Structured Historic House: O Yes (/No On Old King's Highway: O Yes E o Basement Type: O'Full rawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 36 Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new 9 P4 -A0,JC( 0 L 3 7A f Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: UGas 0 Oil 0 Electric ❑Other Central Air: C 'es ❑ No Fireplaces: Existing New 1 Existing wood/coal stove: 0 Yes 0 No Detached garage:O existing ❑new size Pool:O'existing ❑new size Barn:0 existing ❑new size Attached garage:O existing ❑new size Shed:0 existing ❑new, size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Used k -RIL4i rlv+Aw of ,;44 —Proposed Use , �` - � 14,eIl/" BUILDER INFORMATION Name.e*'Ih4ib/ .S 242%��ol'.' Telephone Number Address le u �</�9!'c�� !7� License# CO& ,S 6 2 2 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Vy&I� SIGNATUR DATE FOR OFFICIAL USE ONLY PERMIT NO. 4 DATE ISSUED MAP/PARCEL NO. e } ADDRESS - - VILLAGE - OWNER r DATE OF INSPECTION: v i FOUNDATION FRAME �d r '-� INSULATION ,_:F"-2 - , FIREPLACE - ELECTRICAL:.- ROUGH FINAL PLUMBING: . ''ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING (p/9 4Y. 4 — " DATE CLOSED OUT ASSOCIATION PLAN NO. i r P`04(MF►O The Town of Barnstable - O,� BARNSTABLE. Department of Health Safety and Environmental Services y MASS m Building Division rf0 Mph 367 Main Street,Hyannis,MA.02601 rice: 508-862-4038 c: 508-790-6230 PLAN REVIEW Owner: �� lr Map/Parcel: 2 12 n o 4 ProjectAddress: .�)2 U116"—I.0 OUJ �lr Builder: (_ 7C,.( t I U S The following items were noted on reviewing: r 0 V i CA A QY1 V � 0. e_ '�Z V11 p eVr e e Jam, J r0-Vt' a� 9 i Reviewed by: - v- ci Date: f U 'd The Commonwealth of Massachusetts - -- - Department of Industrial Accidents ~� = Office 010YOSOatinos _ 600 Washington Street - ' Boston,Mass. 02111 - Workers' Com ensation Insurance davit gg f�traf�ax — - name: Z- hone#city ❑ Lam a homeowner perfo g all work myself. a sole rietor and have no one workin in ca aci am iririiiiiiiiiiiiiii�aiiiiiiiiii�ii�iiaiiiiiiiiiiiiii�oiiiiir� o p.Tn rkers co ensation for my employees working on this job. 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'.in;! •;.:•... rw.,?.., .'%'�•:ii`r;:•}h ,?.r:•,:...........::::n•;:.....:•.,..r..1`..,,..},.c..?,..,.. ..::.y:7.y:::,....:•:..... ......+:nr.....:::.:r.:....;..;.:.};;{{.::•.}:,....:•. .} ..a.:•:::?ro:y R,..y4},i{.;:�:•:i.:,rh<.f.ti,,S;:S43i�:i±:4'�+:n{.tf::.i7.}'.'{:F::,....::.::. .::• ,........:.....n....r:•:. ::,•:n•n...}..r.}.,+::..;..::•:rr••nL•::::{..;;.;7.:•:•{::•::. ,..;r.A.4r:.:y:{•.{:•. 1t. :y RZ y:S•,:•n.:?•:::5"fF„•:.........,;,5,..,...J.S.... . •.,•{?•?Y{?:::'SSr::;:.:i4{:,;.;•i t}•:{r.,.:-�'n•.•:r^•:�'r}:}:S>�:�'}•,:;,�:S:rr..::•::::r. ;;.}.{.:{{.:?.};:.:.y}:r}nr.:A}x•.}:ny:.•'.??:{.::f}: pl! .}f:F.:•: {.. ;,.:..., ;,i�v?;:$p•'F'•M1,•Y{n?{l'•! 4.:{;{}:• {..}i::F'n4::is?{?:C•: /, aired under Section ZSA of MGL I52 can lead to the imposition of eriaaainal penalHa of a Sae up to 51,500.00 and/or gee to secure coverage req penalties the form of a STOP WORK ORDER and a Sae of 5100.00 a day against me. I midetstand that a one years'imprisonment as WeR as dvn p copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verlScatioa I do hereby certify under t p Pen es 'ury that the information provided above is irw.and correct Date Sipature � Phone Print name official use only do not write in this area to be completed by city or town official _ ' ❑ peradtNcense# � Banding Department city or town: ❑Licensing Board ❑Selecttnen's Office ❑checkif irnmediate response is required ❑Health Department Phone#; ❑Other - contact person: liggil mg, (devised 9/95 PtA) Information and Instructions r Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. Ari employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a p dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on.such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shaII withhold the issuance or renewal of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situadionand supplying company names, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and L date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. NONE City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to corrtact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be retumeA'tn the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 nhone#: (617) 727-4900 ext. 406, 409 or 375 I RESIDENTIAL BUILDING PERMIT FEES ' APPLICATION FEE 9� New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEyV LIVING SPACE -. — � 2 x•0 square feet x$961sq.foot— . plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE et x W/s .foot- x.003 1= square feet q plus from below(if applicable) ACCESSORY STRUCTURE>120 sq."I >120 sf-500 sf $35.00 ' >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 100.00 >1000 sf-1500 sf >1500 sf-Same as new building permit: x.0031= square feet x$961sq.foot= STAND ALONE PERMITS x$30.00= Open Porch (number) o, x$30.00= �� Deck (number) �- , T . x$25.00= Fireplace/Chimney (number) - Inground Swimming Pool $60.00 , Above Ground Swimmi g n Pool Relocation(Moving f $150.00 ,r-��Permit Fee? - (plus above ifagplicable) 1- • s�F�L � o�s�aE w��L, w� �� lA��It, se ram► > 1 Am" \6 ova j M- 11� (ZZ)Z �e. 3b�� C�Z�/ = ZA \ Wl4 3.Z 4 7- a . o W 0 T. I � ! ��T OF . i 3 GRAF ro ~WA ''�/�,.�8„i n m GIRT BELOW KITCHEN TJ43eam(rM)6A0 serial Number.7OU106M User 1 1=8=9:07:39AM 2 Pcs of 1 3/4" x 91/2" 1.9E Microllam® LVL =.Page 1 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 14, Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:6 Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDead/UpNftrrotal 1 Plate on masonry wall 3.5(r 3.50" 1680/568/0/2248 L1:Blocking 1 Ply 1 3/4"x 9101.9E Microllam®LVL 2 Plate on masonry wall 3.W' 3.50" 1680/568/0/2248 L1:Blocking 1 Ply 1 3/4"x 91/7'1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2195 -1900 6318 Passed(30%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7499 7499 11775 Passed(64%) MID Span 1 under Floor loading Live Load Defl(in) 0.417 0.456 Passed(L1393) MID Span 1 under Floor loading Total Load Defl(in) 0.558 0.683 Passed(L294) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:Lf360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'V'o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTE -IMPORTANT! The analysis presented is output from software developed by Teas Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. t, PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY northside design 141 MAIN STREET YARMOUTHPORT,MA 02675 . Phone:508 362 9802 Fax :508 362 5269 ERIKND1®ATTBLCOM Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business - - Microllamb is a registered trademark of Trus-Joist. C:\NORTHSIDE DESIGN\Archives3\0315-GRAF\grafAandE.sms _ , ' ®�'r4WW�W GRAF �/A summ GIRT BELOW KITCHEN TJ-Beam(iM)6.10 Serial Number.7002106699 User:1 10/28/039:07:40AM 2 Pcs of 1 3/4" x 91/2" 1.9E Microllam@ LVL Page 2 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 13' 8.00" Max. Vertical Reaction Total (lbs) 2248 2248 Max. Vertical Reaction Live (lbs) 1680 1680 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 490 -480 Max Shear (lbs) 555 -555 Member Reaction (lbs) 555 555 Support Reaction (lbs) 568 568 Moment (Ft-Lbs) 1895 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 1900 -1900 Max Shear (lbs) 2195 -2195 Member Reaction (lbs) 2195 2195 Support Reaction (lbs) 2248 2248 Moment (Ft-lbs) 7499 Live Deflection (in) 0.417 Total Deflection (in) 0.558 PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY notthside design 141 MAIN STREET YARMOLITHPORT,MA 02675 Phone:508 362 9802 Fax :508 362 5269 ERIKND1@ATTBI.COM Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Microllamo is a registered trademark of Trus Joist. - C:\NORTHSIDE DESIGN\Archives3\0315-GRAF\grafAandE.sms' .. ®� / GRAF �Ijl� �n ,s�,.� GIRT BELOW FIRST FLOOR BEDROOM TJ-BeamMA)6.10 Serial Num r.7002106M User 10/28/03 9:06:09 AM 3 PCs of 1 3/4" x 91/2" 1.9E Microllam® LVL Pagel Engine Version:1-10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ 1 0 r o 14' , - Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:6' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class hive Dead Location Application Comment Point(lbs) Floor(i,00) 1059 513 T - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LiveJDeadlUpliftlTotal 1 Plate on masonry wall 3.50" 3.W' 2210/857 1 0/3066 L1:Blocking 1 Ply 1 314"x 91/2"1.9E Microllam®LVL 2 Plate on masonry wall 3.5(Y' 3.50" 2210/857/0/3066 L1:Blocking 1 Ply 1 3/4"x 9112"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3012 -2714 9476 Passed(29%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 12977 12977 17662 Passed(73%) MID Span 1 under Floor loading Live Load Defi(in) 0.423 0.456 Passed(Lr387) MID Span 1 under Floor loading Total load Defl(in) 0.593 0.683 Passed(L277) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:LJ240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: ` ERIK TOLLEY northside design 141 MAIN STREET YARMOUTHPORT,MA 02675 Phone:508 362 9802 Fax :508 362 5269 ERIKNDI @ATTBI.COM Copyright 9 2003 by Trus Joist, a Weyerhaeuser Business - Microllam® is a registered trademark ofTrus Joist_ }.. C:\NORTESIDE DESIGN\Archives3\0315-GRAF\grafAandE.sms GRAF �/n an.� GIRT BELOW FIRST FLOOR BEDROOM T.LBeamMW)6.10 Serial Num r 700210M9 User1 1WaW9:Q6:10AM 3 PCs of 1 3/4" x 91/2" 1.9E Microllam® LVL Page 2 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 13' 8.00" ^ Max. Vertical Reaction Total (lbs) 3066 3066 Max. Vertical Reaction Live (lbs) 2210 2210 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 764 -764 Max Shear (lbs) 843 -843 Member Reaction (lbs) 843 843 Support Reaction (lbs) 857 857 Moment (Ft-Lbs) 3755 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor ` Design Shear (lbs) 2714 -2714 Max Shear (lbs) 3012 -3012 Member Reaction (lbs) 3012 3012 Support Reaction (lbs) 3066 3066 Moment (Ft-Lbs) 12977 Live Deflection (in) 0.423 Total Deflection (in) 0.593 PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY noithside design 141 MAIN STREET YARMOU7HPORT,MA 02675 Phone:508 362 9802- Fax :508 362 5269 ERIKND1@ATTBI.COM Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business yp. - Microllam® is a registered trademark of Trus Joist. ~ C:\NORTHSIDE DESIGN\Archives3\0315-GRAF\grafAandE.sms aY GRAF s V��ya�eu B,,� MAIN GIRT T,L6eam(TM)B.10 Serial Number.7002106M User 10/281038:58:43AM 2 PCs of 1 3/4" x 91/2" 1.9E Microllam® LVL Page 1 Engine version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED _ Overall Dimension:36' Ir , 7❑� ® 3 ® ®; ,6 6'7- 6'7'° o II'71" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:11' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Uve/Dead/Upliff total 1 Pocket in masonry wall 3.59' 3.50" 1470/429/0/1899 L4 None 2 Steel column 3.50" 3.50" 3713/1107/0/4820 L5 None 3 Steel column 3.W' 3.5t7' 3473/909/0/4382 L5 None 4 Steel column 3.50" 3.50" 3426/819/0/4245 L5 None 5 Pocket in masonry wall 3.50" 3.W' 4263/1294/0/5557 L4 None 6 Stud wall 3.50" 3.50" 1734/525/0/2259 L1:Blocking 1 Ply 1 3/4"x 9112'1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L4,L5,L1:Blocking ' DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3048 2503 6318 Passed(40%) U.end Span 5 under Floor ADJACENT span loading Moment(Ft-Lbs) -4419 -4419 11775 Passed(38%) Bearing 5 under Floor ADJACENT span loading Live Load Deft(in) 0.094 0:292 Passed(L/999+) MID Span 5 under Floor ALTERNATE span loading Total Load Defl(in) 0.119 0,438 Passed(U885) MID Span 5 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"p/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY northside design 141 MAIN STREET YARMOUTHPORT,MA 02675 Phone:508 362 9802 Fax :508 362 5269 ERIKND1 ATTBI.COM Copyright ©2003 by Trus Joist, a Weyerhaeuser Business - Microllamg is a registered trademark of Trus Joist. , y C:\NORTBSIDE DESIGN\Archives3\03.15-GRAF\grafB.sms - - GRAF T,lBeam(TM)6.10 Serial Num r. Bu� MAIN GIRT 700210669.9 User 1 10l&W8:58:44AM 2 Pcs of 1 3/4" x 91/2" 1.9E Microllam® LVL Page 2 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group w ^ 7' 2.00" ^ 6' 7.00" ^ 6' 7.00" ^ 6' 7'00" ^ 8. 9.001, - Max, Vertical Reaction Total (lbs) 1899 4820 4382 4245 5557 2259 Max. Vertical Reaction Live (lbs) 1470 3713 3473 3426 4263 1734 Required Bearing Length in 1,50(W) 1.84(S) 1:67(S) 1.62(S) 2.12(W) 1.50(W) Max. Unbraced Length (in) 32 32 32 32 32 32. 32 32 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 276 -474 368 -297 347 -317 237 -428 601 -372 Max Shear (lbs) 405 -607 500 -429 480 -450 370 -560 734 -502 ° Member Reaction (lbs) 405 1107 909 819 1294 502 Support Reaction (lbs) 429 1107 909 819 1294 525 Moment (Ft-Lbs) 581 -722 165 -487 328 -389 94 -1016 891 ' Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 1135 -1952 1515 -1221 1429 -1307 976 -1760 2476 -1532 Max Shear (lbs) '1668 -2497 2060 -1766 1974 -1852 1521 -2305 3021 -2065 Member Reaction (lbs) 1668 4557 3740 3373 5326 2065 Support Reaction (lbs) 1765 4557 3740 3373 5326 2162 Moment (Ft-Lbs) 2393 -2972 678 -2005 '1348 -1602 389 -4182 3668 Live Deflection (in) 0.036 0.004 0.016 -0.010• 0,078 Total Deflection (in) 0.047 - 0.005 0.021 -0.014 0"103 , ALTERNATE span loading on odd # spans, LDF - 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 1269 -1818 448 -217 1435 -1302 -50 -715 2378 -1630 Max Shear (lbs) 1802 -2363 580 -349 1980 -1846 83 -847 2923 -2162 Member Reaction (lbs) 1802 2944 2329 1929 3770 2162 Support Reaction (lbs) 1899 2944 2329 1929 3770 2259 Moment (Ft-lbs) 2793 -2012 -819 -1251 2121 -812 -788 -3328 4023 - Live Deflection (in) 0.048 -0.024 0.034 -0.033 0.094 ` Total Deflection (in) 0.059 -0.023 0.039 -0.034 0.119 ALTERNATE span loading on even # spans, LDF = 1.00 1.0-Dead + 1.0 Floor Design Shear (lbs) 142 -608 1435 -1301 392 -323 1263 -1473 699 -275 Max Shear (lbs) 271 -741 19BO -1846 474 - -455 1808 -2018 831 -404 Member Reaction (lbs) 271 2721 2320 2263 2849 404 " Support Reaction (lbs) 293 2721 Z320 2263 2849 426 Moment (Ft-Lbs) 260 -1683 1690 -1241 -445 -1179 1634 -1870 578 Live Deflection (in) -0.013 0.028 -0.018 0.029 -0.017 Total Deflection (in) -0.007 0.029 -0.013 - 0.028 0.010 ADJACENT span loading over support # 2, LDF = 1"00, 1.0 Dead + 1,0 Floor - Design Shear (lbs) 1096 -1992 1738 -998 261 -404 1284 -1453 696 -277 Max Shear (lbs) 1628 -2537 2283 -1543 393 -536 1829 -1997 829 -407 Member Reaction (lbs) 1628 4820 1936 2365 2826 407 Support Reaction (lbs) 1725 4820 1936 `2365 2826 429' Moment (Ft-Lbs) 2281 -3256 1228 -820 -272 -1290 1587 -1846 586 Live Deflection (in) -0.032 0.015 -0.015 0.028 -0.017 Total Deflection (in) 0.044 0.017 -0.009 0.027 0.011 ADJACENT span loading over support #.3, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 191 -559 1159 -1577 1715 -1022 -121 -766 2388 -1620 Max Shear (lbs) 320 -692 1709 =2122 2260 -1566 11 -918 2932 -2153 Member Reaction (lbs) 320 2395 4382 1578 3850 2153 - Support Reaction (lbs) 342 2395 4382` 1578 3850 2250 Moment (Ft-Lbs) 363 -1331 1166s -2709 1684 -427 N/A -3411 3987 Live Deflection (in) -0.009 0.015 0.022 -0.030 0.092 Total Deflection (in) 0.004 0.016 - 0.027 -0.031 0"117 PROJECT INFORMATION: OPERATOR INFORMATION: ` ERIK TOLLEY northside design 141 MAIN STREET YARMOUTHPORT,MA 02675 Phone:508 362 9802 Fax :508 362 5269 ERIKNDI @ATTBI.COM Copyright 4) 2003 by Trus Joist, a Weyerhaeuser Business, Microllam® is a registered trademark of Trus Joist. C:\NORTHSIDE DESIGN\Archives3\0315-GRAF\grafE,sms WGRAF fi, AN Basinm MAIN GIRT TJ-Beam AA)6.10 Serial Num r 7002106W9 User..1 10r2aM8:58:45AM 2 Pcs of 1 3/4" x 91/2" 1.9E Microllam® LVL Page 3 Engine Version:1.10.3 . I THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 4, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 1254 -1834 535 -129 1099 -1637 1518 -1219 665 -308 Max Shear (lbs) 1786 -2379 668 -262 1644 -2182 2063 -1763 798 -438 Member Reaction (lbs) 1786 3046 1906 4245 2561 438 Support Reaction (lbs) 1883 3046 1906 4245 2561 460 Moment (Ft-Lbs) 2745 -2123 -544 -786 1538 -2559 1102 -1574 679 Live Deflection (in) 0.047 -0.020 0.020 0.017 -0.011 ` Total Deflection (in) 0.058 -0.019 0:025 0.015 0.015 " ADJACENT span loading over support # 5, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 148 -602 1401 -1335 473 -192 772 -1964 2503 -1505 Max Shear (lbs) 277 -735 1946 -1880 605 -324 1317 -2509 3048 -2038 - Member Reaction (lbs) 277 2681 2486 1641 5557 2038 Support Reaction (lbs) 299 2681 2486 1641 5557 2134 Moment (Ft-Lbs) 272 -1639 1618 -1423 -124 -496 996 -4419 3572 Live Deflection (in) -0.013 0.026 -0.013 0.010 0.074. Total Deflection (in) -0.006 0.027 -0.008 0.009 0.099 2 1 PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY 4 northside design 141 MAIN STREET YARMOUTHPORT,MA 02675 Phone:508 362 9802 Fax :508 362 5269 ERIKNDI @ATTBI.COM Copyright O 2003 by TrusJoist, a Weyerhaeuser Business - Microllam®is a registered trademark of Trus Joist. , C:\NORTHSIDE DESIGN\Aichives3\0315-GRAF\grafB.smsa - , GRAF V� af�n��su� SECOND FLOOR GIRT TJ-Beam(TM)6.10 Serial Number.7002106699 User 10Q&038:59:55AM 3 PCs of 1 3/4" x 91/2" 1.9E Microllam@ LVL Page 1 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED r r 17 6" ' Product diagram is Conceptual. ` LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1 Z 6' Primary Load Group-Residential-Sleeping Areas(psi:30.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead ftlift/Total 1 Plate on masonry wall 3.50" 3.50" 2531/1105/0/3637 L1:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL 2 Plate on masonry wall 3.50" 3.50" 2531/1105/0/3637 0:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3547 -3053 9476 Passed(32%) Rt.end Span 1 under Floor loading t Moment(Ft-Lbs) 11675 11675 17662 Passed(66%) MID Span 1 under Floor loading Live Load Defl(in) 0.376 0.439 Passed(U421) MID Span 1 under Floor loading Total Load Defl(in) 0.540 0.658 Passed(L293) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LUU360JI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 W o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ), TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY northside design 141 MAIN STREET YARMOUTHPORT,MA 02675 Phone:508 362 9802 Fax :508 362 5269 ERIKNDI @ATTBI.COM Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business ; - - Microllam® is a registered trademark ark of Trus Joist.- .. . 1 C:\NORTHSID6 DESIGN\Archives3\0315-GRAF\grafC.sms - - n n GRAF v� �aw� SECOND FLOOR GIRT Ti-Beam(TM)6.10 Serial Num r-7002106M User-1 10/281038:59:56AM 3 Pcs of 1 3X' x 91/2" 1.9E Microllam® LVL Page 2 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: primary Load Group 13' 2.00" ^ Max. Vertical Reaction Total (lbs) 3637 3637 Max. Vertical Reaction Live (lbs) 2531 2531 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 928 -928 Max Shear (lbs) 1078 -1078 Member Reaction (lbs) 1078 1078 Support Reaction (lbs) 1105 1105 Moment (Ft-Lbs) 3549 Loading on all spans, LDF = 1.00 1.0 Dead,+ 1.0 Floor Design Shear (lbs) 3053 -3053 Max Shear (lbs) 3547 -3547 Member Reaction (lbs) 3547 3547 Support Reaction (lbs) 3637 3637 Moment (Ft-Lbs) 11675 Live Deflection (in) 0.376 Total Deflection (in) 0.540 PROJECT,INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY northside design 141 MAIN STREET YARMOLITHPORT,MA 02675 - Phone:508 362 9802 Fax :508 362 5269 ERIKND1 @ATTBI.COM Copyright O 2003 by Trus Joist, a Weyerhaeuser•$usiness Microllam® is a registered trademark of Trus Joist. C:\NORTHSIDE DESIGN\Archives3\0315-GRAF\grafC.sms - - GRAF f/1 Ursa TRIPLE IN FIRST BELOW POINT LOAD TJ-Beam(TM)6.10 Serial Num r.7002106M9 User1 1Drz6/039:03:35AM 3 PCs of 1 3/4" x 91/2" 1.9E Microllam® LVL Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED PEI 12•3" ' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group_Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2531 1105 8'a' - SUPPORTS: Input Bearing Vertical Reactions(ibs) Detail Other 1Mdth Length Live/DeadlUplittfTotal 1 Stud wall 3.50" 3.50" 1059/513/0/1572 A3:Rim Board 1 Ply 1 1/4"x 912"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 1962/907/0/2869 A3:Rim Board 1 Ply 1 1/4"x 91/2"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -2858 -2798 9476 Passed(30%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10474 10474 17662 Passed(59%) MID Span 1 under Floor loading Live Load Defl(in) 0.222 0.298 Passed(U645) MID Span 1 under Floor loading Total Load Defl(in) 0.324 0.596 Passed(U441) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. .. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. t , PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY northside design 141 MAIN STREET - YARMOUTHPORT,MA,02675 Phone:508,362 9802 Fax :508 362 5269 ' ERIKNDI @ATTBI.COM Copyright a 2003 by Trus Joist, a Weyerhaeuser Business - Microllamo is a registered trademark of Trus Joist. C:\NORTHSIDE DESIGN\Archives3\0315-GRAP\grafD.sms n � GRAF f�n iain= TRIPLE IN FIRST BELOW POINT LOAD TJ-BearnO M)6.10 Serial Number-7002106M User1 1=aW9:03-36AM 3 PCs of 1 3/4" x 91/2" 1.9E Microllam® LVL Page 2 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 11.001, ^ Max. Vertical Reaction Total (lbs) 1572 2869 Max. Vertical Reaction Live (lbs) 1059 1962 Required Bearing Length in 1.50(W) 1.50(W) -Max. Unbraced Length (in) 32 �e Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 485 -879 Max Shear (lbs) 509 -903 Member Reaction (lbs) 509 903 Support Reaction (lbs) 513 907 Moment (Ft-Lbs) 3273 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 1501 -2798 Max Shear (lbs) 1562 -2858 Member Reaction (lbs) 1562 2858 Support Reaction (lbs) 1572 2869 ' Moment (Ft-Lbs) 10474 Live Deflection (in) 0.222 Total Deflection (in) 0.324 1 PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY northside design r 141 MAIN STREET YARMOLITHPORT,MA 02675 Phone:508 362 9802 Fax :508 362 5269 ERIKND1 @ATTBI.COM Copyright O 2003 by True Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. - C:\NORTHSIDE DBSIGN\Archives3\0315»GRAF\grafD..sms - ,+ I I MASCheck COMPLIANCE REPORT I I -- " Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 2 I I I. t I Checked by/Date. l I . CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 8-29-2003 COMPLIANCE: PASSES Required UA = 463 Your Home = 381 Area or Cavity Cont. 'Glazing/Door Perimeter R-Value R-Value U-Value UA --------------------- --------- ---- - ------------------------ - CEILINGS 1036 300 0.0 36 WALLS: Wood Frame, 16" O.C. 2200 13.0 0.0 180 GLAZING: Windows or Doors 216 0.340 73 GLAZING: Windows or Doors 108 0.470 51 GLAZING: Windows or Doors 14 0.330 5 DOORS 21 0.086 2 FLOORS: Over Unconditioned Space 1036 30.0 0.0 34 HVAC EQUIPMENT: Furnace, 90.0 AFUE ---------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CHR 1310 and J4.4. Builder/Designer Date f Massachusetts Energy Code MAScheck Software Version 2.01 Release 2 DATE: 8-29-2003 Bldg. 1 Dept. 1 Use I CEILINGS: [ ] ( 1. R-30 Comments/Location WALLS: [ ] I 1. Wood Frame, 16" O.C. , R-13 I Comments/Location WINDOWS AND GLASS DOORS [ J I 1. U-value: 0.34 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location I ] I 2. U-value: 0.47 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No ( Comments/Location [ ] I 3. U-value: 0.33 I For windows without labeled U-values, describe features: ( # Panes-- Frame Type Thermal Break? [ ] Yes [ ] No ( Comments/Location DOORS: [ ] ( 1. U-value: 0.086 ( Comments/Location FLOORS: [ ] I 1. Over Unconditioned Space, R-30 ( Comments/Location I I HVAC EQUIPMENT: [ ] I 1. Furnace, 90.0 AFUE or higher Make and Model Number { AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building ( envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures i shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the ( inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space.. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the ( conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I DUCT INSULATION: , [ ] I Ducts shall be insulated per Table J4.4.7.1. I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not " I permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: j ] ( Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. SWIMMING POOLS: [ ] I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. l HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids` i_ below 55 F must be insulated to the following levels (in.) : PIPE SIZES Ain.) HEATING SYSTEMS: TEMP (Lr) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 . 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 ' I refrigerant below 40 1.0 1.0 1.5 1.5 CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WKTER� TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 . I P�aptr+eto�� Town of Barnstable Regulatory Services 98 I'E'$ Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: '508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,�, �/� as Owner of the subject pzopetty._ hereby authorize_Chid to act on my behalf,. in all matters relative to work authorized by this building permit application for: (Address of Job) T- signature of Owner Date Ptin ame � -. Q:FORMS:OWNERPERMISSION _ _ The Commonwealth of Massachusetts Department of Industrial Accidents ' — Ofllce of/nses0,8tiaas - _ 600 Washington Street --= ," Boston,Mass. 02111 X# --� WorkersIC om ensation Insurance Affidavit l� name: location r%9��/f�� 17✓� �^ - city /'�%��i��/fv �t/�/./ phone#(�J�?��Z 7V'/��G ❑ ,,am a homeowner pert Irming all work myself. 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Failure to secure coverage as required under Section 35A o[MGL 152 can lead to the imposition of ertnninal penalties of a one up to si,M.00 and/or. one years'imprisonment as weft a,ctvfi penalties in the form of a STOP WORK ORDER and a one of$100.00 a day against me: I understand that a copy or this statement may be forwarded to the OiHce of Investigations of the MIA for coverage verification. 1 do hereby certify e p pen es of p that the information provided above is ime and correct Si gna Date Print name L.%Si ' Phone# _T official use only do not write in this area to be completed by city or town official city or town. permit/license# ❑Building Department ❑Licensing Board response is ❑checkifimmediateroP required 0 Selectmen s Office _ (JHealthDepattn ent . . ' contact person: phone#; ❑Other, - ------ United 9/95 Prn) Information and Instructions workers' compensation for their ter 152 section 25 re p Massachusetts General Laws chap wires all employers to provide w q employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employei, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. PP A licants ;_. please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,'address and phone numbers along with a certificate of insurance as all affidavits maybe for confirmation.of insurance coverage. Also be sure to sign and submitted to the Department of Industrial Accidents q. +- date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the "law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please ermit/license number which will be used as a reference number. The affidavits may be returned tn be sure to fill in the p . the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of lovestl90005 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 °pTHETpk Town of Barnstable P ti Regulatory Services 9 H W,S& .� Thomas F.Geiler,Director ��JFDr ate. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, � ya � , as Owner of the subject property hereby authorize to act on my behalf,. in all matters relative to workkauthorized by this building permit application for: /j7 (Address of Job) Signa a of Owner ate U � - Print Name Q:FORMS:OWNERPERMISSION ;r�. l�60 GAL.• FOR PICK UP TA , �0�:°0F >tPE2Y7uTN. .a� ►r•• - 03 Ca11Nu Customer Date . Time10/14/03 • I OAVID GRAF 1 634241-0 , 1 .B/C Heat RM44uratt'rF'' cc 52 LAKEWOOD Op. . tc � .1=�::'tlii�AA;'c�J Cr dit irC,NQ ..w--�.++s. .... .`y !'` r '. CENTERVILLE MA--026'32 ' -LP a.t'a °2'/2� 03 DDNe>�t 'A ' 19�421 � i :Z..I .:,r ri'; I'.,.; ... gga ance ±;:1 1,.68 DD.ip'11rff'�<f,: :;t�:', 19640 Phone $08-775-32139 CuitTyp� .. 01 LoggRdc�. 22300 i Plan LPMS 'Zone Y1856 ' t ca'l Xs "-` 1 Tank Location i ' :rl0;, Ta6k Siza , " 60 Actual ;C'Ap .:_ , 48 APPL/TYPE MODEL NO. APPL/TYPE „;' ,.:MODEL NO APP`/TYPE rti�,.+e.l:,�,:.ifilr __OaucMODEL�9�R'1":'"'' EXIT. #6 TO SHOP FLYING•,'RD! BELL PT RDi:T.O: LAKEWOOD .OR:.! CUST, •IS . WC-GAS LOG ` t: ._i;i�' Lust OD tde'1I :i2. 05/03 History / F44 I Ca11Num Oats Bch , �TsC' ;WP' 'Product WP:'►hP.roduct:;•I;YIWP: ;P.r6duc..t"r'1':'Lb,b'nr rs 9tZ252 1/17/96 901, 00.7,_Ir;xi'�*rtr.,700• IEI ram GOAL. TN INS 91 1 .2 00 Ole 00 00" PI ci is 8462321:. 00 • sngrwntegr•I 7y,u sus. „ SipS1.A tegrel TwetSte�e' =717"' i° ' r APPL.LOCATED: Sun Finish' _:'S : F I`��fwsb SmgleTtAeyet Iwo Syye 1 n� ~;!% }I 1.1�id 11! ',;il fLC>ORSERVED: UJI Lockup H` W �did Tw Stage System It:," 'Two 1♦lage System <a G:MATERIAL OF BLD Lil Stan 1'mrsh Stitt Flnlrh Z lnSq Lme N lttit Time 'i H Two Spge Syttttn TYPE OF BLDG: yL list El 'k ptl (� "1s1 Sig 7rtd S1$ Cd 7nditj .,n� 2nd Time t Flow CL d r� l�t '� ••,t. " yNO.Of FAMIIIF,S: put aC,W psi f Q Loekup _.. _ ❑C ❑H.W. ❑P Q3 S.H. ❑C.H. ❑ OTHER .sTDRAGE IN .- POWE our r wr i QTY. PARTS gTU NEAT WADuacu► i 1 r Y :I :A� v LftTo T110ON Og 1p `j 7L I I (� ©© ffi PM } r I Q PERFORMED ODOR TEST" (, ❑ LEFT SAFETY PACKET ❑ INCOMPLETE QT<Y I)ESCaIiTIQNT CODE PRICE t- �9T �Es FIRE 4( I✓' . SRVC 202 2Q1100 : , WORKMMI'S COMMENTS : 'l. ' ' l LAD '212211.210 �- P16L V �. —Or LAB 275717 216.215 p/CP NEWQ I 6tt1StC i 230 ' . r LAB zAU. ' 1 r}— , SRVC RCLL 250 T97AL�p�iut>tiS - Y 400 SRVC NGC W 155 QTY ,A"LIANCB ma SPCL MY 260 OT S0-NI / LA9'NC, 270271 274 INS APPL ' 100 i I'I ! ":;i:1. 1!• ; CNTPrSIIB 900• -,.., SALESTAX ❑ PREPAYMENT AMOUNT RECEIVED CHFCK NO. 'TOTAL A/ "ANCII.PARTS 400 } COLLECT e . SALES TAX OFFICE USE ONLY: TECH CODE TYPE'CALL cusTOMER slcNArVR[ ._ WORIe PFRFORAArn _t'...; t - TO'd L4688Z48051 ses OuEdO.Ad u.,Ra'�sR3 V£ti=80 CO-VI-4OO \ - ��ee - ��;. a� Board of.Building Regulatidns as HOME IMPROVEMENT.CONTRACTOR Registr ti }' .Q 114644 Exptraion 0/8/2005 P 5 7 Fype l�B� , C.PALTjIOS BLba- --. MnfJELI G 'CHAR LES`PALTSiQS=`I 183 LONGVIEW D ,, = r CENTERVILLE,MA e' Administrator , I ' t. ' t ✓k (ooarvrrr4�uvea i o� acliuGPl� I BOARD'OFBUILD:ING REGMLATIONS is i License: CONSTRUCTION SUPERVISOR j Numher CS, 006653 A�/22/r7005 Tr.no: 2409 CHAI2� S G PALTIS ( ' 183 �UIEW DR a L: � CENT RUILLE, MA 02632 Adrrr niotrat' f • A MANSE{ 1 BC CALC®2003 DESIGN REPORT - US y,October27,200310:12 , Monday, Single 9 1/2" AJSTM 10 APG File Name: C Paltsios_Graf.BCC:J01 Job Name: Graf Residence Description:Typical Joist Address: 52 Lakewood Drive Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Chuck Paltsios Company: SHEPLEY WOOD PRODUCTS Code reports: BOCA 22-09,SBCCI 9707D, ICBO PFC-5504 Misc: Standard Load-40 psf 10 psf OC Spacing 16" BO, 1-1/2" B1, 1-1/2" 373 Ibs LL 373 Ibs LL 93 Ibs DL 93 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1633 ft-Ibs 59.6% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 467 Ibs 40.8% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U671 (0.25") 35.8% 2 1 Construction Type:Glued Live Load Defl. U839(0.2") 42.9% 2 1 l Max Defl. 0.25" 25.0% 2 1 Live Load: 40 psf Span/Depth 17.7 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 131 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Connector Manufacturer: Simpson Strong-Tie®Company Inc. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 80160w BC CALCO 2003 DESIGN REPORT - US Monday,October 27,2003 10:12 Single 9 1/2" AJSTM 10 APG File Name: C Paltsios_Graf.BCC:J02 Job Name: Graf Residence Description:Typical Joist Address: 52 Lakewood Drive Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Chuck Paltsios Company: SHEPLEY WOOD PRODUCTS Code reports: BOCA 22-09,SBCCI 9707D,ICBO PFC-5504 Misc: Standard Load-40 psf 110 psf OC Spacing 16" W 11 F 11-00-00 11-00-00 BO, 1-1/2" B1,3-1/2" B2, 1-1/2" 257 Ibs LL 733 Ibs LL 257 Ibs LL 55 Ibs DL 183 Ibs DL 55 Ibs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 22-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1008 ft-Ibs 36.8% 100% 2 2-Left Slope: 0/12 Neg.Moment -1008 ft-Ibs 36.8% 100% 2 1 -Right OC Spacing: 16" End Reaction 312 Ibs 27.2% 100% 4 1 -Left Repetitive: Yes Int. Reaction 917 Ibs 31.3% 100% 2 1 -Right Construction Type:Glued Cont.Shear 458 Ibs 39.5% 100% 2 1 -Right Total Load Defl. U1956(0.067") 12.3% 4 1 Live Load: 40 psf Live Load Defl. U2259(0.058") 15.9% 5 2 Dead Load: 10 psf Total Neg. Defl -0.021" 4.2% 5 1 Partition Load: 0 psf Max Defl. 0.067" 6.7% 4 1 Duration: 100 Span/Depth 13.9 n/a 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for 61 is 3-1/2". above is based upon building Minimum bearing length for B2 is 1-1/2". code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation Connector Manufacturer: Simpson Strong-Tie®Company Inc. of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. 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HOUSE TYPICA StUP WALL RIDGE VENT' l�T AILD I sc_e"-vv. �,, _ , " �, - 4�;A,�, -r- - . !� I ' o =I .- - �.ALE � � . �-� �, , :, q - �. � . I I- -I I I � I I . � I REVISIONS: r NO. DATE DESC. WATER l..ItVE 1966 1 7/29/03 EDIT TO 2ND STORY •''-� "--'._ -- -- WOUAQUET EXPANSION N LAKE — �2� N/ygeEL — LOCUS — vA QUE T SAKE � z - wEQ ti � b H S ROA NNE L LOCUS NOT TO SCALE N� N� DAVID G. & ALLISON P. GRAF DAVID G. & ALLISON P. GRAF ASSESORS MAP 212 ASSESORS MAP 212 &,X PARCEL 4 PARCEL 4 t* HOF s 10,426tS.F. 10,426±S.F, WF 1_5 WF#1-5 Q?q CRI N yGp� • EDGE OF WATER —• CIVIL 06/16/03AL - - ao.�2ttZ �31E t}F- ..� AC1C B 1 #1-4 4-� NF -3 WF#1_2 - 1 WF#1-4 - WF#1-3 # WF 1-1 / B 2 -... ,__.. .-- �-- --- _ � � + �#1-1 WF#1-0 _ _ ,� r^�•-_ .__ ..r- B 2 _ _ _ 1 4n I�. k # wF-#1_0 BEACH cp __ ~3?�r 83 r t' - `3r f s Z w PROFE SIONAL ENGINEER DATE EDGE O U BLACK , _ o ' BLACK ,.OAK 2' 0� ?AK _ " RM I WF#1--7 r- -WF#1-8 EXIST. SHED -H _3 ! r-- 'r --WF#1-8 PROPOSED SHE r °_ _3 f UNDER DEC A ,-_ PLAN W (TO BE EXIST, �'! 4 ERE-BUILT �f _ �.. '- H EXIST. DEMOLITION)I f/j C� f f(3) 18 RM EXIST. -- - i __PROPOSED �(3) 1 RM SHED , r D pL,T10N) a - SHED I DECK TO BE-- - TO ACCOMPANY ._ �,. .,_. � (TO BE DEMr-� � ! � r„ _ � ''33 RE-BUILT � 33 -, -12" RM _34-� - - K _ -12" RM _ __34-f-- - AN NOTICE m e 12" P.P / 16„ RM` 12 P.P 11' OAK .....� •11" OAK ' PROPOSED 36-- - — .....:: ".:"::.`.•.'_ :.`.•,'.: r / ! ,.. /'' HAYBALE OF INTENT :... :..:.. = I ( ; 1 1+ `� P.P LINE (TYP) 16 P / f'f PORCH �. EXIST. TREE TO BE /f PROPOSED EXIST. PORCH AT (TO BE REMOVED (TYP) / TO BE RE-BUILT / / -- - - - 7 _ 10" P.I PROPOSED 6'x10' #52 10" P.P EXIS�NG : .. DEMOLITION) --. ONE STORY r EXPANSION SECOND STORY 12" P.P. _. � 2 L� l ` ' �3�I HOUSE .# 56 12" P.P. PROPOSED 2'x10' 1" L t HOUSE #5 \ ` -� R .EXPANSION FIRST STORY CONSTRUCTION NOTES: LAKEWOOD DRIVE TOF9937.57 N 17" P.P. TO 8E pEMO�-I��) :: np�� 0 N� 1 .. P.P. P 20" WO 50' M'E71, FACING SEP111. FULLY 1C SYSTEM R PROOF SIDE OF FOUNDATION IN tO ( = BARRY do KAREN PROPOSED �� AND BARRY do KAREN N- S I� _ ,; �-► OSHRY SUMP PUMP -'?. CENTERVI LLE OSHRY \ PROP4� 8 2. WATER SERVICE TO BE LOCATED AS SHOWN. :.:: - - _ , ASSESORS MAP 212 ` :; -� :: �y EXISTING ASSESORS MAP 212 PROPOSED gVUKNEAP EXISTING w c c :::_:.:::::=:::::`: SEPTIC TANK ETTS PARCEL 3 SECOND STORY © SEPTIC TANK �`"� - �C �m� PARCEL 3 19.3 3, _ ................. TREES TO RF !?Rnr�rTF'D _ ?_ •; PLA AROUND TRUNK A 24„ P P' -'T -- - EXIST. �y •7�� EXISTING EQUIVALENT.ALENTKS D PLACED ON TOP OFDTHE GROUN10' (BARNSTABLE COUNTY) EXISTING 50 ^�i�AFJf[3 _ EXIS - ! W;TE �a �PUt P _ WATER sa PUMP -�= � ��w./ � EAR � / - a FROM THE TRUNK. -� 3$- -- f0 " -- �33` ; -� i g„ TAN 4. ONLY TREES MARKED ON THIS PLAN SHALL BE 8 TWIN `b ,$CB/DH RED MAPLE PROPOSE ,y ya CB/DH RED MAPLE REMOVED. � _ - - ., �.�RiGK '�ALKwa�.- WATER METER � 39 ram. � BY _ 18"W 5. SEPTIC SYSTEM IS TO BE PROTECTED ` - '�� -- `- -- MATTING FROM CONSTRUCTION DAMAGE. - -' _ 24° -.39-- RETAINING -- -' ( � - --39- - RETAINING �� z WALL 1-'� -12" P.P. - ; EXISTING '" '-WALL _I-- 12" P. W P W P 1 DULY 25. 2003 I D-BOX p ! PROPOSED m TREE WELL,.., � '""" "\ LEGEND I � � „ --- '�-- Z' �18" P.P. 3y 18 P.P. 3yo = ,� 44' "`�•• G at N� 1 I �S�1NG N/F EXISTING BUILDING Ix� E CtS NOR ` JUDITH L- HUSKINS a EX PjOR `, JUDITH L, HUSKINS i`''�I � 3 9, .�,41- _ 4 ASSESORS MAP 212 ��? I I 1t�F1�` �, ASSESORS MAP 212 -' �y \ PARCEL 5 -- -41-- --�#1-- - \ PARCEL 5 = SECOND STORY II \ I I f { `� RM = RED MAPLE '6 SANG E`�tST't�G , !'_ - --`lN�1l wP_P� 4 -- - - N�1L ATC� E 1�"_P-P� - - P.P. - PITCH PINE --A i . -I �, .. .-: - ,� l I 1 "� � WO = WHITE OAK FND _ - I FND : _. �,L I f aq ' -` I -R=30.Op PK�NAIL _.. 'f 3sa _ -� I "-R=30.O0, - FNpNAiL '� �a 1p = TREE TO BE PRUNED -43- -- -�L=12,91 ' FND, : / . 1 N49 1 I -43- --�L 12.91 4 - - I I_ TREE TO BE REMOVED PREPARED FOR 7. -- •ram-0 P 1 3 -- " -- ,� �, .- - ' I y - arw a�w --- Nam - -- --0+i ?- E ya DAVID & ALLISON GRAF akw nHv _ _ a�.. aN� rtw- - . ~carom - _ _ -` - .Irv. - - - �`" - I�HV. . . - - tee.. - - ._.- ::DHS�tp---M QHV• : : _ ---- ,6�" - - .... . .: : .. . . . . . . .. . ---14"-°�++y� 7IHu DHW o�w �� ' H nr�w TREE WELL �tjHw- .— OHw j h/ PK NAIL--, ' '* * *-::::: :::::.. . . . . . . .. . . . . -�-�- Nw r�rrw-- - PK NAIL:: ::100 WETLAND:: . . .. . ..-. �"` taw-�--� Hw �Iw--- -�� 52 LAKEWOOD DR.f ___ : . � . . . FND. .. BUFFER ,,,____——— t , :• :- :- FND p = SEWER MANHOLE ENTERVILLE I i IP C -- _ w ---- wt i w— w w— w -- w— w! = : f _ _ MASSACHUSETTS 02632 w -M~ ---� wAPPROX. EXIST. WATER LOCATION f f ( _j I � = WATER VALVE v v� I J/ BENCH SHARK: : : I VE ## BENCH MARK: : : : I DRIVE HYDRANT TAG BOLT I D DRI HYDRANT TAG BOLT 1 NOTE: EXISTING SEPTIC SYSTEM LOCATION IS SHOWN FROM OD , ELEV. 44.72 (NGVD): : LAKEWO } ELEV. 44.72 (NGVD): . I LAKEWO, VATS � - - � 30' WIDE PRIVATE) � � . THE TOWN OF BARNSTABLE BOH TIE CARD 1 30 WIDE PRIVATE) r ( BSC R.R. SPK ;" R.R. SPK ! _ d LOCUS INFORMATION 657 Main Street, Unit 6 FND f I FND i _ _ f W. Yarmouth Massachusetts 1 HYD 02673 _ �j / CURRENT OWNER: DAVID G. do ALLISON P. GRAF 508 778 8919 f ��--- j - TITLE REFERENCE: BOOK 1409, PAGE 863 2003 The BSC Group, Inc. 1 PLAN REFERENCE: BOOK 204, PAGE 23 SCALE: 1" = 10' R.R. SPK i ,1 .� R.R. SPK { ASSESSORS MAP: 212 0 1.25 2.5 5 METM ! FND ;� , s ' . o.::: 1 FND J;A.'' PARCEL: 4 0 5 10 20 i i CB �. rw ,-' ZONING DISTRICT: RD-1 SETBACKS: FRONT 30' PROJ. MGR.: N. W. HAYES SIDE 10' REAR 10' FIELD: D. GAZZOLO / R. FITZPATRICK ,- ``.;` :: ;. ' CALC./DESIGN: P. HAGIST MINIMUM LOT SIZE: 43,560 S.F. DRAWN: N. GIRARD EXISTING TOTAL LOT AREA: 10,426tS.F, CHECK: N. W. HAYES � ♦111�r� PROPOSED LAYOUT PLAN FEMA FLOOD ZONE 'C" AS SHOWN ON FILE: 6136-NOI.DWG EXISTING CONDmI 1 IONS PL. COMMUNITY PANEL ZONE DISTRICT' 250001 0005 C DATED 8/19/85 DWG. NO: 4502-02 SHEET 1 OF 1 OVERLAY DISTRICT- ZONE II JOB. NO: 4-6136.00 x